Between 1990 and 2000, over 700,000 people found their way to the Las Vegas metropolitan area (http://www.census.gov/prod/2001pubs/c2kbr01-2.pdf). They found homes, settled in, and turned on their taps. Miraculously, water came out.
One day it might not. With thousands of newcomers per month moving into the area–a phenomenon repeated in other states such as Arizona and Texas–water managers are challenged as never before to do more with less. Snowpack in the western and northeastern United States appears to be decreasing (Mote et al., 2003; Hodgkins and Dudley, 2006), and groundwater overdrafting throughout the nation continues unabated in many locations. Portions of aquifers in every state along the Atlantic Coastal Plain, from New Jersey to Georgia, have had to be protected and managed to prevent continued reductions in groundwater levels, land subsidence, and saltwater intrusion.
The increasing pressures on water in the western United States have been highlighted in the U.S. Bureau of Reclamation’s Water 2025 initiative (Figure 1-1). Eastern states have also moved toward planning programs to address demands related to scarce water resources due to periodic droughts, increasing populations, changing land use, and the links between water use and environmental protection (Virginia Department of Environmental Quality, 2001). Average temperatures in many regions of the country are rising and are projected to continue to do so; in such areas, both supply and evaporative losses may be headed in unhelpful directions. Conservation is an important water management tool, but a 10 percent savings of water—a significant figure—would take care of only 18 months of population growth for a city that is growing at a rate of 7 percent per year, as is the case for Las Vegas. Then what?
Historically, the answer has been to build a dam. Throughout the last few centuries, about 76,000 dams more than 2 m high were constructed on our rivers and streams (http://crunch.tec.army.mil/nid/webpages/nid.cfm), and many of these had seasonal or interannual water storage as their primary function. Yet with evaporation rates of 120-200 cm in states such as Arizona (see http://www.water.az.gov/dwr), the limited availability of land for construction, and the high environmental costs to stream and riparian wildlife, the building of dams and reservoirs scarcely seems to be an approach that will provide much relief in the future.
All of these considerations portend increasing stresses on our water supply in the coming years and increasing burdens on our water managers. New strategies for water management—with respect to both quality and quantity—will be required on a broad geographic scale. Options for addressing these issues
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1
Introduction
Between 1990 and 2000, over 700,000 people found their way to the Las
Vegas metropolitan area (http://www.census.gov/prod/2001pubs/c2kbr01-2.pdf).
They found homes, settled in, and turned on their taps. Miraculously, water
came out.
One day it might not. With thousands of newcomers per month moving
into the area–a phenomenon repeated in other states such as Arizona and Texas–
water managers are challenged as never before to do more with less. Snowpack
in the western and northeastern United States appears to be decreasing (Mote et
al., 2003; Hodgkins and Dudley, 2006), and groundwater overdrafting through-
out the nation continues unabated in many locations. Portions of aquifers in
every state along the Atlantic Coastal Plain, from New Jersey to Georgia, have
had to be protected and managed to prevent continued reductions in groundwa-
ter levels, land subsidence, and saltwater intrusion.
The increasing pressures on water in the western United States have been
highlighted in the U.S. Bureau of Reclamation’s Water 2025 initiative (Figure 1-
1). Eastern states have also moved toward planning programs to address de-
mands related to scarce water resources due to periodic droughts, increasing
populations, changing land use, and the links between water use and environ-
mental protection (Virginia Department of Environmental Quality, 2001). Av-
erage temperatures in many regions of the country are rising and are projected to
continue to do so; in such areas, both supply and evaporative losses may be
headed in unhelpful directions. Conservation is an important water management
tool, but a 10 percent savings of water—a significant figure—would take care of
only 18 months of population growth for a city that is growing at a rate of 7 per-
cent per year, as is the case for Las Vegas. Then what?
Historically, the answer has been to build a dam. Throughout the last few
centuries, about 76,000 dams more than 2 m high were constructed on our rivers
and streams (http://crunch.tec.army.mil/nid/webpages/nid.cfm), and many of
these had seasonal or interannual water storage as their primary function. Yet
with evaporation rates of 120-200 cm in states such as Arizona (see
http://www.water.az.gov/dwr), the limited availability of land for construction,
and the high environmental costs to stream and riparian wildlife, the building of
dams and reservoirs scarcely seems to be an approach that will provide much
relief in the future.
All of these considerations portend increasing stresses on our water supply
in the coming years and increasing burdens on our water managers. New strate-
gies for water management—with respect to both quality and quantity—will be
required on a broad geographic scale. Options for addressing these issues
13
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14
PROSPECTS FOR MANAGED UNDERGROUND STORAGE OF RECOVERABLE WATER
FIGURE 1-1 Potential water supply crises and conflicts in the western United States by the year 2025. SOURCE: U.S.
Bureau of Reclamation. Available online at http://www.doi.gov/ water2025/report.pdf. Accessed September 24, 2007.
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INTRODUCTION 15
include improving water use efficiency through technology and conservation,
increasing supply through importation and desalination, and reuse of treated
wastewater.
With or without these strategies, however, there is often a need for tempo-
rary detention and storage of water during times of abundance for release during
times of need. Because of the shortcomings often associated with storage in
aboveground reservoirs–including evaporative losses, land consumption, and
ecological impacts–there is increased interest in storing recoverable water un-
derground as part of an overall water management plan. Storing surface water
underground seems counterintuitive to many people, who consider this a "waste"
because the water may move away from the recharge area and not raise the wa-
ter table at all. The counterarguments to this are hydrogeological (see Chapter
3) and are not described here. Suffice it to say that while some recharged water
may, indeed, never be recovered, the same is true for surface water stored in
reservoirs. The circumstances under which groundwater storage may or may not
be desirable relative to surface storage are among the primary themes of this
report.
The water to be stored may come from streams or groundwater (with or
without treatment at water treatment plants), water reclamation plants, stormwa-
ter, or other sources. It may be recharged through wells or infiltration basins
into sands and gravels, limestones, granites, or volcanic rocks. The water may
be stored for days, months, seasons, or several years. The stored water may be
recovered from the aquifer by the same well that recharged it or by a downgra-
dient well. After recovery, it may be used for drinking water, industrial pur-
poses, golf course or lawn irrigation, agriculture, or aquatic habitat restoration.
While several terms have developed over the years to describe various as-
pects of this concept, with examples provided in Box 1-1, none of the existing
words or expressions in the field of water management quite describes this con-
cept in its entirety. For the purposes of capturing the full range of approaches
considered in this study, the committee proposes the term “managed under-
ground storage of recoverable water” (MUS), the rationale for which is de-
scribed in Box 1-2. In this report, MUS is used to denote purposeful recharge of
water into an aquifer system for intended recovery and use as an element of
long-term water resource management.
Managed underground storage (MUS) systems would encompass both sys-
tems in which water is recharged directly using wells (including dual-purpose
recharge and recovery wells) and systems that use infiltration basins. However,
the term as defined would exclude riverbank filtration systems (no storage) and
underground disposal of brines or recharge of water for the sole purpose of miti-
gating land subsidence or aquifer depletion or to prevent saltwater intrusion (no
planned recovery of the water).
It is recognized, of course, that there are gray areas, such as water recharged
primarily to prevent saltwater intrusion that is partially recovered on the land-
ward side of the subsurface “mound.” Such are the hazards of creating new jar-
gon.
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16 PROSPECTS FOR MANAGED UNDERGROUND STORAGE OF RECOVERABLE WATER
BOX 1-1
Terms Used to Describe Related Water Management Approaches Involving Recharge
• Aquifer storage and recovery (ASR)—injection of water into a well for storage
and recovery from the same well.
• Aquifer storage transfer and recovery (ASTR) —injection of water into a well
for storage and recovery from a different well, generally to provide additional wa-
ter treatment.
• Artificial recharge (AR) —intentional banking and treatment of water in aquifers.
• Artificial recharge and recovery (ARR) —recharge to and recovery of water
from an aquifer; that is, both artificial recharge of the aquifer and recovery of the
water for subsequent use.
• Augmentation pond—water body designed to supply water to river systems at
defined rates during particular times.
• Bank filtration—extraction of groundwater from a well or caisson near or under
a river or lake to induce infiltration from the surface water body, thereby improv-
ing and making more consistent the quality of water recovered.
• Conjunctive use—combining the use of both surface and groundwater to mini-
mize the undesirable physical, environmental, and economic effects of each solu-
tion.
• Dry well—synonymous with vadose zone well.
• Infiltration basin—synonymous with recharge basin.
• Managed (or management of) aquifer recharge (MAR)—intentional banking
and treatment of water in aquifers (synonymous with AR). MUS may be consid-
ered a subset of MAR.
• Recharge basin (or pond)—a surface facility, often a large pond, used to in-
crease the infiltration of surface water into a groundwater basin; basins require
the presence of permeable soils or sediments at or near the land surface and an
unconfined aquifer beneath. Recharge well—a well used to directly recharge
water to either a confined or an unconfined aquifer.
• Soil aquifer treatment (SAT)—treated sewage effluent, known as reclaimed wa-
ter, is intermittently infiltrated through infiltration ponds to facilitate nutrient and
pathogen removal in passage through the unsaturated zone for recovery by wells
after residence in the aquifer.
• Surface spreading—recharging water at the surface through recharge basins,
ponds, pits, trenches, constructed wetlands, or other systems.
• Spreading basin—synonymous with recharge basin.
• Underground storage and recovery (USR) —similar to MUS; any type of pro-
ject whose purpose is the artificial recharge, underground storage, and recovery
of project water.
• Vadose zone well—a well constructed in the interval between the land surface
and the top of the static water level and designed to optimize infiltration of water.
Many additional technical terms and abbreviations may be found in the Glossary.
SOURCES: Bouwer (1996); State of New Mexico, 2001, Available online at
http://www.ose.state.nm.us/doing-business/ground-water-regs/ground-water-regs.html;
Well Abandonment Handbook; Dillon (2005); Municipal Water District of Orange County,
available online at http://www.mwdoc.com/glossary.htm; Arizona Department of Water
Resources: Underground Storage and Recovery Regulations, available online at
http://www.azwater.gov/dwr/Content/Find_by_Program/Wells/WellAbandonmentHandbook
5.pdf; WRIA Watershed Management Project, available online at http://www.wria1project.
wsu.edu/watershedplan/WMP_Master_Glossary.pdf.
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INTRODUCTION 17
BOX 1-2
What’s in a Name?
While the concepts and practices of recharge, storage, and recovery of water have ex-
isted for many years, the terms used to describe them are varied widely, and have changed
over the years. In determining the terms to use as part of this study, the committee re-
viewed existing terms (see Box 1-1). Some of these terms, such as infiltration ponds, de-
scribe only the recharge method. Others, such as Aquifer storage transfer and recovery
(ASTR), refer to single-purpose wells whereby recharge occurs in one well and recovery
occurs in a downgradient well. Aquifer storage and recovery (ASR) generally refers to
dual-purpose recharge and recovery wells. Other terms, such as Arizona’s Underground
Storage and Recharge (USR), were coined by legislatures or regulatory agencies in devel-
oping laws and rules to describe a range of activities. In Australia and other counties,
management of aquifer recharge (MAR) describes intentional banking and treatment of
water in aquifers (Dillon, 2005).
At the risk of adding another term to a crowded field, the concept of “Purposeful re-
charge of water into an aquifer system for intended recovery and use as an element of
long-term water resource management” requires its own phrase. For this, the committee
selected managed underground storage of recoverable water (MUS). This term is slightly
different from the original term developed in the creation of the study, which was sustain-
able underground storage of recoverable water. The rationale for the selection of this term
is as follows:
Managed captures the idea that these systems are deliberately and intentionally de-
veloped and operated to meet specific objectives while preventing or mitigating adverse
impacts on human health and the environment. While committee members supported the
concept of the development of these systems in an economically, physically, and environ-
mentally sustainable manner, a consensus existed among the committee that the term
“sustainable” could not be specifically defined within the broad context of this report. The
term “managed,” however, implies the existence of a manager, or project proponent, who is
accountable for the development and operation of the system, with oversight by regulatory
agencies.
Underground storage refers to the deliberate placement of water into an underground
location through a recharge method, which could include surface infiltration and percolation
through the vadose zone to a saturated aquifer or placement directly to an underground
location in a saturated aquifer. The committee has described the operation of vadose zone
wells in the report, but has found few successful systems to evaluate for physical, water
quality, and institutional factors. The term “storage” also implies that the manager of the
project intends to recover the water for a particular use—as opposed to systems where the
intent of the recharge is primarily to prevent land subsidence, control saltwater intrusion or
movement of contaminant plumes, or generally raise groundwater levels.
Recoverable water reinforces the concept that the water is being stored with the intent
of recovery for a particular use. The ultimate use of the water to be stored impacts the
ways in which the system is developed, operated, and regulated, particularly when re-
claimed water is the source water.
The committee hopes that the acronym MUS will become a useful and well-
understood addition to the water management lexicon.
The number of MUS projects is increasing rapidly. In 1983, there were
three operating aquifer storage and recovery (ASR) systems in the United States.
By 1994 there were 22 of these recharge well projects, and as of late 2005, there
were about 72 systems in operation (Figure 1-2), with approximately 100 more
in development (Pyne, 2005). These are located not only in the arid southwest-
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18 PROSPECTS FOR MANAGED UNDERGROUND STORAGE OF RECOVERABLE WATER
80
70
Number of ASR systems in the United States
60
50
40
30
20
10
0
1965 1970 1975 1980 1985 1990 1995 2000 2005 2010
Year
FIGURE 1-2 Growth of aquifer storage and recovery systems in the United States, 1968-
2005. SOURCES: Pyne (1994, 2002); Pyne, ASR Systems, written communication, De-
cember 11, 2005. Reprinted with permission from Pyne (2005). Copyright 2005 by Pyne.
ern United States and in the Atlantic Coastal Plain areas, but also in the Pacific
Northwest and even in the Midwest (Figure 1-3). The nation’s oldest ASR sys-
tem is employed by the seaside resort community of Wildwood, New Jersey
(population 5,436) and the technology is being considered for use by New York
City (population 8,000,000). In the Florida Everglades, more than 300 wells
have been envisioned to recharge up to 3.8 million m3 of water per day for eco-
logical use, flood control, and water supply (USACE and SFWMD, 1999), while
the Southern Nevada Water Authority currently has the largest ASR wellfield
intended primarily for potable water supply, with more than 50 wells. At the
other end of the spectrum, many small coastal towns along the Atlantic recharge
water seasonally in small, one-well ASR systems to limit seawater intrusion and
store water for the summer tourist season (AWWA, 2002). Suburban communi-
ties in Oregon, Washington, and Colorado are developing underground storage
capacity, rather than relying on agreements with larger cities that possess surface
storage facilities to meet their growing water demands.
Recharge through surface spreading has also grown increasingly common
since early attempts in the late 1800s and is now employed in major metropoli-
tan areas. For example, alluvial aquifers in Los Angeles County and the Santa
Ana River watershed have been recharged through surface spreading of local
river water, imported water from other watersheds, and recycled water. Today
such managed recharge provides a majority of groundwater replenishment in
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INTRODUCTION 19
FIGURE 1-3 Distribution of aquifer storage and recovery systems in the United States,
2005. SOURCE: D. Pyne, ASR Systems, written communication, December 11, 2005.
Reprinted with permission from Pyne (2005). Copyright 2005 by Pyne.
Southern California. Groundwater basins in this region support a population of
more than 15 million people.
In Orange County alone, managed recharge of more than 300 million m3 of
water per year offsets the pumping demands on the Orange County groundwater
basin, which provides well over half of the water needs for 2.3 million residents
(http://www.ocwd.com). The principal wholesale water agency in the region, the
Metropolitan Water District of Southern California, has developed storage
agreements in several groundwater basins to provide additional supplies for
drought years and emergencies. The Orange County Water District is currently
constructing the largest indirect potable reuse facility in the world, which will
provide 88 million m3 of highly treated recycled water per year for recharge
using both wells and surface spreading. Other projects to store water under-
ground are in operation or in development for many areas of the Southwest, in-
cluding the rapidly growing communities of Las Vegas and Phoenix. In short,
MUS has become a widely accepted tool in water managers’ portfolios—
although, in areas of the country where this approach has not yet been applied
extensively, it may still be perceived as experimental or impractical.
Despite the growing utilization of MUS and its many successes, there re-
main many questions about the conditions under which one’s proposed goals
can be achieved and the consequences of the use of MUS systems at large
scales. Mineral transformations that occur during storage are poorly understood,
as are the conditions under which inorganic or organic chemical contamination
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20 PROSPECTS FOR MANAGED UNDERGROUND STORAGE OF RECOVERABLE WATER
problems may be either improved or exacerbated. The long storage times associ-
ated with underground aquifers suggest that the consequences of these projects–
either beneficial or detrimental—will also be long-lived.
In addition to questions about the physical, chemical, and biological aspects
of MUS, the widespread interest in using MUS to address water supplies raises
the question of whether existing water institutions are positioned to manage the
long-term and widespread consequences of such systems or to facilitate the most
effective strategies. A novel technology can be a challenge for water laws and
institutions that have existed for decades. Some jurisdictions have responded
with specific statutory schemes that facilitate the review and implementation of
MUS projects. In other areas, regulatory hurdles still greet new MUS project
proposals. Interjurisdictional issues are not uncommon, since aquifer boundaries
are rarely aligned with institutional boundaries. Distinct laws govern the same
water before, during, and after recharge, leading to uncertainties as to how cur-
rent water rights laws might apply. Ownership and responsibility when re-
charged water moves in the ground, or causes perturbation of surrounding water
supplies, may be unclear. Current regulation of aquifer storage systems is in the
early stages of development in many parts of the country.
Interagency project regulation is also often an issue, since MUS systems
represent uniquely interrelated concerns of groundwater protection, water supply
and water resources management and (if the system is used to store water in-
tended for potable use) drinking water. Where wells are used for recharge, the
federal Underground Injection Control (UIC) program applies to MUS projects.
The UIC program is implemented directly by the U.S. Environmental Protection
Agency (EPA) in some states and by state agencies in others. States may have
their own water quality standards, over and above federal requirements, that
must be followed to protect groundwater and, in some instances, drinking water
supplies. Some states have developed formal procedures for review of project
permit applications to involve various water quantity and quality regulatory
agencies, as both state and federal agencies to streamline the regulatory and
permitting process and define agency roles. Still, ensuring that management of
MUS systems is performed in a balanced approach that addresses water use,
groundwater protection, and drinking water regulatory concerns can be a chal-
lenge.
The growing interest in underground storage of water raises the need for a
better understanding of MUS. There are now enough operational systems that
information on long-term performance in a range of geologic and hydrogeologic
environments is available. These technologies will clearly be used even more
widely in the future, and an ability to evaluate the likely success of a proposed
system with some accuracy is critical.
Based on this, the Water Science and Technology Board organized a plan-
ning meeting in Washington, D.C. in April 2003, cosponsored by the AWWA
Research Foundation (AwwaRF), to assess the degree of interest in the topic,
followed in time by this consensus study. A large number of institutions con-
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INTRODUCTION 21
tributed financially to this report (see preface ii). The statement of task (Box 1-
3) was primarily derived from feedback received during this planning meeting.
The report is intended to (1) provide an integrated assessment of physical,
chemical, operational, and institutional issues; (2) identify gaps in the science
and practice that limit our understanding and provide a prospective examination
of how these gaps might be closed; (3) provide guidance to prevent development
of systems founded on unsubstantiated assumptions or poorly conceptualized
models; (4) improve the accuracy of predictions of system performance over
time, especially with respect to plugging or dissolution of the aquifer; and (5)
provide a scientific basis for monitoring plans to track performance of opera-
tional systems and to gain knowledge for the design of future systems. The
report also discusses financial and economic considerations within the context of
BOX 1-3
Statement of Task
Note: the original statement of task used the phrase “Sustainable Underground Storage” in
lieu of “Managed Underground Storage.”
The proposed study will provide an overview of some of the research and education
needs and priorities concerning managed underground storage technology and implemen-
tation. It will also assess geological, geochemical, biological, engineering, and institutional
factors that may affect the performance of such projects, based in part on a review and
evaluation of existing projects.
Specifically, the study will assess and make recommendations with respect to re-
search and education needs on the following questions:
• What research needs to be done to develop predictors of performance for under-
ground storage projects based on the character of the recharge water in terms of
contaminants, disinfectants, and microbes, the hydrogeology and major ion geo-
chemistry of the source water and the aquifer, and the well or basin characteris-
tics?
• What are the long-term impacts of underground storage on aquifer use—
hydraulic, geotechnical, geochemical, adsorptive capacity of contaminants—at
wellhead and regional scales, and can these impacts be ameliorated?
• What physical, chemical, and geological factors associated with underground
storage of water may increase or decrease human and environmental health
risks concerning microbes, inorganic contaminants such as nitrite, disinfectant
by-products, endocrine disruptors, personal care products, pharmaceuticals, and
other trace organic compounds?
• Are there any chemical markers or surrogates that can be used to help assure
regulators and the public of the safety of water for groundwater recharge? What
should we monitor and at what spatial and temporal scales?
• What are the challenges and potential for incorporating managed underground
storage projects into current systems approaches to water management for solv-
ing public and environmental water needs?
• How do the institutional, regulatory and legal environments at federal, state, and
local levels encourage or discourage managed underground storage?
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22 PROSPECTS FOR MANAGED UNDERGROUND STORAGE OF RECOVERABLE WATER
challenges and opportunities. Although economic impacts are important consid-
erations in MUS project planning and management, a comprehensive discussion
of the topic is outside the scope of this study.
To address the issues associated with MUS and meet the objectives in its
statement of task, the committee met five times over a period from February
2005 to June 2006 in Washington, D.C. (twice), Irvine, California, Phoenix,
Arizona, and Woods Hole, Massachusetts. The first four meetings were partly
open session for information gathering and discussion; the final meeting was
closed in its entirety. The committee reviewed and evaluated existing informa-
tion, including that published previously in journals, consultants’ reports, or
presented orally at the meetings.
Chapter 2 further defines the concept of MUS systems (summarized briefly
above), provides further information on the development and history of MUS
systems and how they function, and identifies the major issues associated with
MUS systems to be addressed in the subsequent chapters of this report. Chapter
3 examines hydrogeological factors that determine the feasibility of aquifer re-
charge, identifies knowledge gaps and research barriers in understanding hydro-
geology of MUS, and outlines recommendations for further research.
Chapter 4 focuses on water quality of the source, aquifer, and recovered wa-
ter, particularly as related to human health and the environment. Chapter 5 ad-
dresses economic, legal, and jurisdictional considerations of MUS systems.
Chapter 6 has been included to address the management aspects of MUS sys-
tems, providing a review of the stages of an MUS project and examining some
key operational issues including clogging, monitoring and indicators, public
perception, and financial considerations. Finally, Chapter 7 presents MUS in an
overall water resource systems context for the nation.
Within this structure, there are numerous cross-cutting themes. For exam-
ple, monitoring of MUS systems is addressed as a general issue in Chapter 2,
with more specific monitoring issues explored from hydrogeological, water
quality, regulatory, and management perspectives in Chapters 3, 4, 5, and 6,
respectively.
CONCLUSION
The challenges to sustaining present and future water supplies are great and
growing. The present overdrafting of aquifers and overallocation of rivers in
many regions is a clear indication of these challenges, but the former also cre-
ates in many cases the underground storage potential needed to accommodate
MUS systems. Thus, demand for water management tools such as MUS is
likely to continue to grow.
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INTRODUCTION 23
REFERENCES
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Programs in the United States. Denver, CO: AWWA.
Bouwer, H. 1996. Issues in artificial recharge. Water Science and Technology
33: 381-390.
Dillon, P. 2005. Future management of aquifer recharge. Hydrogeology Journal
13:313-316. DOI 10.1007/s10040-004-0413-6.
Hodgkins, G. A., and R. W. Dudley. 2006. Changes in late-winter snowpack
depth, water equivalent, and density in Maine, 1926-2004. Hydrological
Processes 20 (4):741-751. DOI: 10.1002/hyp.6111.
Mote, P. W. 2003. Trends in snow water equivalent in the Pacific Northwest and
their climatic causes. Geophysical Research Letters, 30, DOI
10.1029/2003GL0172588.
Municipal Water District of Orange County. Glossary. Available online at:
http://www.mwdoc.com/glossary.htm. Last accessed November 13, 2007.
Pyne, R. D. G. 2005. Aquifer Storage Recovery: A Guide to Groundwater Re-
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http://www.ose.state.nm.us/doing-business/groundwater-regs/groundwater-
regs.html. Accessed November 13, 2007.
Well Abandonment Handbook. Available online at http://www.azwater.gov/dwr/
Content/ Find_by_Program/Wells/ WellAbandonmentHandbook5.pdf. Ac-
cessed November 13, 2007.
WRIA Watershed Management Project., Available online at http://www.wria1
project.wsu.edu/watersheplan/WMP_Master_Glossary.pdf. Accessed No-
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USACE and SFWMD (U.S. Army Corps of Engineers and South Florida Water
Management District). 1999. Central and Southern Florida Comprehensive
Review Study Final Integrated Feasibility Report and Programmatic Envi-
ronmental Impact Statement. Available online at http://www.everglades
plan.org/pub/restudy_eis.cfm. Accessed May 2004.
Virginia Department of Environmental Quality. 2001. Status of Virginia’s Wa-
ter Resources: A Report on Virginia’s Water Supply Planning Activities.
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